Permit Support Document (43) FOR OFFICE USE ONLY—SITE ADDRESS: 1 0( 9 S ) Coffer (r 6 L-h
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City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
Transmittal Letter
1111
TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
TO: DATE RECEIVED:
DEPT: BUILDING DIVISION RECEIVED
FROM: tt,S-1‘; toCasq;l.C;n JUL 112023
COMPANY:f CoASkcJs4-o•1 CITYOFT1GAfid
PHONE: x 503 " - S tt 5 a BUiLI NG
EMAIL: 7( VI "' Cork 54-rocl:c,n,(am
RE: lol04 5i ContrleaV Lh MI'20)3- bo53
(Site Address) (Permit Number)
(Project name or subdivision name and lot number)
ATTACHED ARE THE FOLLOWING ITEMS:
Copies: Description: Copies: Description:
Additional set(s) of plans. 3 Revisions: Spa:t
Cross section(s) and details. Wall bracing and/or lateral analysis.
Floor/roof framing. Basement and retaining walls.
Beam calculations. Engineer's calculations.
Other(explain):
�— REMARKS: 0C: ;ac.1 Sou:r• 41, \ S4ck;C Se (c)A+ ` 64(a.)l4 0J}
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FOR OFFICE USE ONLY
Routed to Permit Technici i•. Date: 742- Z; Initials:
Fees Due: ❑Yes ["No Fee Description: Amount ue:
�b $
$
Special
Instructions:
Reprint Permit(per PE); ❑Yes [ Done
Applicant Notified: NoDate: 1 No j/�,p'LV.S pD1C t, VIG• Initials: plAa
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VALIDITY OF PERMI 3 L_ L E e..
THE ISSUANCE OF A PERMIT
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PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE 19
♦
`,i14R1', U REO IR>_MENTS construction when approved by the authority having
All leeks greater than 30" ubove grade are required to jurisdiction.
hav1, a guard [) :;i 2.1] -one example is shown in Figure
24. i,tner methods and mat^ria•F.: may be used for guard
Fipure 24. Example Guakti Detail.
2x2 baluster,typical
4x4 post,typical- 2x6 or 5/4 board rail cap:attach to guard post with
DO NQ 1 NOTCH I —6'-0"maximum spacing /(3)#12 by 3"long screws or(3)16d threaded nails
with 0.148"nominal diameter
3 ■■ RN17 ■�, I�t1�
minimum 2x4 top and bottom;
attach to guard post with
(2)8d threaded nails or
MINI I� IWIE• m ail mil (2)#8 wood screws z2-%"
long on inside face
�'��' 1 ■ minimum nominal 2x8
rim or outside joist
(2)1/2"diameter ' openings shall not allow attach balusters at top and bottom
through-bolts the passage of a 4" with(1)#8 wood screw or(2)8d
and washers diameter sphere post-frame threaded nails with
0.135"nominal diameter
GUARD POST ATTACHMENTS FOR REQUIRED Figure 25. Guard posts for required guards that run
GUARDS perpendicular to the deck joists shall be attached to the
Deck guard posts for required guards shall be a rim joist in accordance with Figure 26. Only hold-down
minimum 4x4 (nominal)with an adjusted bending anchor models meeting these minimum requirements
design value not less than 1,100 psi. Joists and rim joists shall be used. Hold-down anchors shall have a minimum
to which guard posts are attached shall be a minimum of allowable tension load of 1,800 pounds for a 36"
2x8 (nominal). maximum guard height and be installed in accordance
with the manufacturer's instructions.
Guard posts for required guards which run parallel to the
deck joists shall be attached to the outside joist per
Figure 25. Guard Post to Outside-Joist Example.
►`a see FIGURE 24 for guard *guard posts can be installed as
is component attachment shown in Figure 26(between joists)
guard posts may be
located on either side requirements if blocking is installed as shown below
of the outside joist within 12"of each side of the post
at first interior bay, provide 2x blocking at guard posts
guard post with hold-down anchors;attach blocking with 10d
threaded nails top and bottom, each side .
(2)112"dia.through- ii outside joist
bolts and washers min. 2x8(nom.)
11
111111111111•11111/ Alternate attachment of hold-down . L
2"min. iv O :: anchors to framing members •Sik NO
2-1/2"min.and 5 max. t� possible per manufacturer's
2"min. �'' ` instructions.
SECTION guard post* PLAN VIEW
outside joist
min.2x8(nom.)
American Wood Council
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